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HomeMy WebLinkAboutSUB202100129 Plan - Submittal (First) 2021-07-16GLENMORE WALKING PATHS 1. Owner/Developer: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville, Virginia 22902 434.973.0045 3. Parcel Information: TMP 93A1-Al, n/f Glenmore Community Association Inc. (58.26 acres) Magisterial District: Scottsville Current Use: Public Street Deed Book 3935, Page 18 4. Existing Zoning: PRD (Planned Residential Development) Proffered in accordance with ZMA-1999-00016 5. Minimum Yard Requirements: A. Front - Minimum: 5 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way B. Front - Maximum: In the R-1 and R-2 districts: None In the R-4, R-6, R-10, and R-15 districts: 25 feet from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way; none, on any lot, including a corner lot, abutting a principal arterial highway or interstate C. Side - Minimum: 5 feet, unless the building shares a common wall; provided that (a) in the R-10 and R-15 districts if the abutting lot is zoned residential other than R-10 and R-15, Rural Areas, or the Monticello Historic district, any dwelling unit that exceeds 35 feet in height shall be set back five feet plus one foot for each foot the dwelling unit exceeds 35 feet in height; and (b) any minimum side setback otherwise required by this section may be reduced in accordance with section 4.11.3 D. Side - Maximum: None E. Rear - Minimum: 20 feet F. Rear -Maximum: None 6. Planned Land Use: Walking paths along existing public street (16,428 sq. ft. = 1 % of site) 7. Maximum Building Height: 65 feet 8. Adjacent Properties: See exisiting conditions exhibit (Sheets C2.0 - C2.4) for adjacent property information 9. Datum and Benchmark Reference A. Kirk Hughes & Associates, 220 East High Street, Charlottesville, Virginia, 22902; Boundary, physical and topographic survey dated March 3, 2021 10. Stormwater Management A. Stormwater Quality - The Owner plans to purchase nutrient credits from a local nutrient credit bank. The credit bank purchase shall be used to satisfy stormwater quality measures defined in the the state VSMP regulations, Part II B. The required TP determined using the VRRM spreadsheet, totals 0.80 Ib/yr for this project. B. Stormwater Quantity - Stormwater runoff from the proposed walking paths discharges via sheefflow to satisfy VSMP regulations for Part II B VSMP Regulations. ROAD PLAN AMENDMENT # 7 SCOTTSVILLE MAGISTERIAL DISTRICT 11. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 12. General Water and Sewer Conditions (1) Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be responsible for notifying the proper Service Authority officials at the start of the work. (2) The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary. (3) All materials and construction shall comply with the current edition of the General Water & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. (4) Datum for all elevations shown in National Geodetic Survey. (5) The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). (6) All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. (7) All water and sewer appurtenances are to be located outside of roadside ditches. (8) Valves on dead-end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. r. L VICINITY MAP - DEVON PINES E:] Ca �O; i 0 Q Q �Q O' Q d WBR1DGERD �aQ �02 `� O NE Q0 O�0- y�9T �0 C3 WES�HAM IT <; ` �SITE �.,✓ 00 a �P a a ° o Cn o � ��NGDEERDR N Go���� roe �-� GPI � O SCALE. 1 " = 500' n SHEET INDEX ❑ C1.0 Cover ❑ C2.0 Existing Conditions Exhibit ❑ C2.1 Existing Conditions Exhibit ❑ C2.2 Existing Conditions Exhibit ❑ C2.3 Existing Conditions Exhibit ❑ C2.4 Existing Conditions Exhibit ❑ C3.0 Layout Sheet Key ❑ C3.1 Layout Plan ❑ C3.2 Layout Plan ❑ C3.3 Layout Plan ❑ C3.4 Layout Plan ❑ C3.5 Layout Plan ® C4.0 General Details ❑ C5.0 Stormwater Management Plan ❑ ES1.0 Erosion & Sediment Control Narrative ❑ ES2.0 Erosion & Sediment Control Plan & Details I] Filled Box Indicates Drawing Included in Set SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date LM 0 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 ROAD PLAN AMENDMENT F_ Q -I_ Z ZM / J J Q) <� QL \ Q W S m W < � CL 0 0C3� Z U W rJ V COVER SHEET Job Number: 20050 TH OP r U ERIC W WOOLLEY 9 LIC. No. 37088 -alONAL Ur Date: July 9, 2021 Revision: Scale: As Noted Sheet No.: C1.0 copyright © 2021 by Woolley Engineering 1 of 16 i \ / I LOT 8 LOT 5 Tr 1 p9�PA� MMpN pRFA - 1 1 ' 093A4-00-Q2-00100 093A4-00-Q2-00300 o \ / \ TBM I , IRON ROD AND CAP SET / I ` > \ s \ \ 339.4 / � -'Ti .5 - / SIGN *CARROLL CREEK TRAIL 093A4-00-Q2-00200 F PARCEL OWNER SCHEDULE TAX MAP AND PARCEL ID OWNER(S) LOT SECTION TITLE SOURCE PLAT SOURCE DEED BOOK PAGE DEED BOOK PAGE PAGE 093A4-00-Q2-O01OO DAVID A. AND ALEXANDRA G. MILLER 1 Q2 5203 646 2422 466 469 093A4-00-02-00200 DAVID B. AND NICOLE M. WEISS 2 Q2 3965 291 2422 466 469 093A4-00-Q2-00300 WILLAIM N. TEGETHOFF AND KATHLEEN M. O'BRIEN 3 Q2 3756 160 2774 462 465 093A4-00-Q2-00400 SARAH B. McCALL AND VICTORIA J. KIMBERUNG 4 Q2 5029 233 2422 466 469 093A4-00-Q2-00500 EDWARD P. AND ERIN K. MEISSNER 5 Q2 2887 704 2422 466 469 093A4-00-Q2-01000 WILLIAM AND MAY ANN KWIATKOWSKI 10 Q2 4966 85 2422 466 469 093A4-00-Q2-Ol100 JEFFREY W. AND BONNIE M. FARRAR 11 Q2 3316 413 2422 466 469 093A4-00-Q2-01200 J. MARK AND SHEILA N. BOGGS 12 Q2 4616 608 2422 466 469 093A4-00-Q2-013OO ARLENE KAHN AND LILLIAN MITCHELL, TRUSTEES 13 Q2 3514 86 2422 466 469 093A4-00-Q2-01400 JOHN T. AND MARGARET A. ECHOLS 14 Q2 3095 189 2422 466 469 093A4-00-Q2-01500 RAYMOND E. KOBYRA PATRICIA M. KOBYRA TRUST 15 Q2 4820 1 2422 466 469 093M-00-0-02200 GUY AND BETHAN VAUGHAN BROWNING 22 Q2 5167 789 2422 466 469 093A4-00-Q2-02300 GRAY D. AND CAROLINE M. ROSSE 23 Q2 5090 601 2422 466 469 093A4-00-Q2-O24OO STEPHEN M. ANTONELLIS AND LAUREL A. HANDVET 24 Q2 3682 269 2422 466 469 093A4-00-Q2-02500 LINWOOD D. AND CYNTHIA E. WATTS 25 Q2 4447 536 2422 466 469 093A4-00-Q2-O26OO JOHN NORTON MOORE, TRUSTEE 26 Q2 4569 14 2422 466 469 093A4-00-Q2-02700 SYDNEY LUCILLE PRICE REVOCABLE LIVING TRUST 27 Q2 5153 245 2422 466 469 093A4-00-Q2-02800 THOMAS M. MARTINSEN/JAYNE W. MARTINSEN TRUST 28 Q2 4810 565 2422 466 469 093A4-00-Q2-O29OO BRADLEY A. WARRICK AND JULIE A. CANDRELL 29 Q2 3020 732 2422 466 469 093M-00-0-03200 RICHARD AND ANGELA PERRAULT REVOCABLE TRUST 32 Q2 4956 322 2422 466 469 093A4-00-Q2-03300 SCOIT E. AND AMY P. ADAMS 33 Q2 4891 381 2422 466 469 093A4-00-Q2-O34OO PHILLIP R. AND TERESA R. ROBERTS 34 Q2 3970 536 2422 466 469 093A4-00-Q2-O480O WHITE FAMILY TRUST 48 Q2 5004 193 2422 466 469 093A4-00-Q2-O49OO ALBERT N. AND PATRICIA A. MOSKOWITZ 49 Q2 5298 243 2422 466 469 093A4-00-Q2-05000 EDWARD J. AND ELLEN M. KNIGHTLY 50 Q2 2857 127 2422 466 469 093A4-00-Q2-05100 STEPHEN B. AND ELIZABETH A. K. YOUNG 51 Q2 4077 52 2422 466 469 093A4-00-Q2-05200 THOMAS LESLIE III McCRICKARD AND SUSAN ROGERS 52 Q2 4502 329 2422 466 469 093A4-00-Q2-05300 FRED B. KOPF AND KAREN E. KOPF LIVING TRUST 53 Q2 4793 621 2422 466 469 093A4-00-Q2-O54OO FRANCIS M. AND JOHANNA M. WATSON 54 Q2 4758 578 2422 466 469 093A4-00-00-000JO GLENMORE COMMUNITY ASSOCIATION, INC. J Q2 4803 80 4803 80 87 093A5-K2-C2-00080 GLENMORE PARTNERS LLC B K2C2 4946 11 4946 11 44A 093A5-K2-OB-02600 DANIEL L. WALLEN 26 K2B 4609 284 4446 133 137 093A5-K2-OB-02700 NEAL M. AND TESSA G. SANSOVICH 27 K2B 5367 120 4446 133 137 093A5-K2-OB-02800 CHRISTOPHER AND CHRISTINE NICHOLA 28 K2B 4614 602 4446 133 137 DLEGEND: DROP INLET DIP = DUCTILE IRON PIPE D/W = DRIVEWAY / EP = EDGE OF PAVEMENT HDPE = HIGH DENSITY POLYETHYLENE PIPE MH = MANHOLE RCP = REINFORCED CONCRETE PIPE \ _ / COMMON AREA SS = SANITARY SEWER SSCO = SANITARY SEWER CLEAN OUT _ o 297.2 \ / TBM = TEMPORARY BENCH MARK B UD = UNDER DRAIN (UG) = UNDERGROUND UGE = UNDERGROUND ELECTRIC LINE / \ Ali ,p0 a°- UGG = UNDERGROUND GAS LINE / - O UGT = UNDERGROUND TELEPHONE LINE WL = UNDERGROUND WATER LINE W 293.2' . l ? = UNKNOWN OR UNVERIFIED LOCATION WING WALL 321 . § / � W 319 TBM g2 �G oo� AV '2s' ; ' IRON ROD AN6 CAP S O ELEV =318.20' INV.=19 20 NOTES: V �GDARDRAIL PER GIS= B 1.) PREPARED FOR WOOLLEY ENGINEERING. / / � \ �j �^• � � �\ \ °—^ 2.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF o \ 4' DIP LID \� \ KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED BETWEEN DECEMBER 7, 2020 AND MARCH 3, 2021; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY 093A4-00-00-000JO F� \ STANDARDS UNLESS OTHERWISE NOTED. COMMON AREA 3.) HORIZONTAL DATUM: NAD-83 VIRGINIA SOUTH ZONE / �` • No, 4.) VERTICAL DATUM: NAVD-88. \ °/f 4° DIP U ; , ' W.=32J.� TEMPORARY BENCH MARK #1 IRON ROD AND CAP SET ELEVATION 338.60' i / _ / /i /+V•o.s' / TEMPORARY BENCH MARK #2 IRON ROD AND CAP SET ELEVATION 318.20' TEMPORARY BENCH MARK #3 IRON ROD AND CAP SET ELEVATION 323.47' TEMPORARY BENCH MARK #4 IRON ROD AND CAP SET ELEVATION 358.48 \ TEMPORARY BENCH MARK #5 IRON ROD AND CAP SET ELEVATION 395.32' TEMPORARY BENCH MARK #6 IRON ROD AND CAP SET ELEVATION 396.03' TEMPORARY BENCH MARK #7 IRON ROD AND CAP SET ELEVATION 388.89' / 9, TEMPORARY BENCH MARK #8 IRON ROD AND CAP SET ELEVATION 388.83' TEMPORARY BENCH MARK #9 IRON ROD AND CAP SET ELEVATION 383.15' �o TEMPORARY BENCH MARK #10 IRON ROD AND CAP SET ELEVATION 382.60' TEMPORARY BENCH MARK #11 IRON ROD AND CAP SET ELEVATION 386.11' \ \ o TEMPORARY BENCH MARK #12 IRON ROD AND CAP SET ELEVATION 365.33' / 1 TEMPORARY BENCH MARK #13 IRON ROD AND CAP SET ELEVATION 360.82' 5.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY EASEMENT SCHEDULE / ONLY. THE FOLLOWING SOURCES WERE UTILIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; RECORD SITE PLANS, AND GIS UTILITY MAPS (SUBJECT TO THE FOLLOWING) / PROVIDED BY THE CITY OF CHARLOTTESVILLE. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. UTILITY OPERATORS. MISS UTILITY CONTACT INFORMATION: 1-800-552-7001 MISS UTILITY TICKETS: A100800443-OOA. 6.) A PORTION OF THE PROPERTY SHOWN HEREON GRAPHICALLY APPEARS TO LIE WITHIN FLOOD ZONE Y (AREAS NOT TO BE WITHIN A 1% CHANCE OF ANNUAL FLOODING) AND A PORTION APPEARS TO LIE WITHIN FLOOD ZONE "A" (AREAS TO BE WITHIN A 1% CHANCE OF ANNUAL FLOODING) AS DETERMINED BY FEMA AND AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM), ABBREVIATION LINE TYPE TYPE DEED PLAT AT BOOK PAGE BOOK PAGE A E-1 20' ACSA ACCESS EASEMENT 2422 466 2422 469 A E-2 — — — 20' ACSA ACCESS EASEMENT 2774 462 2774 465 D E-1 — — — — 20'* STORM DRAINAGE EASEMENT 2422 466 2422 469 WL E-1 — — — — 20' WATERLINE EASEMENT 2422 466 2422 469 PWL E-1 — — — — 20' PRIVATE SERVICE WATERLINE EASEMENT 2422 466 2422 469 WL E-2 20' WATERLINE EASEMENT 2422 466 2422 469 SS E-1 — — — 20' SANITARY SEWER EASEMENT 2422 466 2422 469 SS E-2 20' SANITARY SEWER EASEMENT 4167 308 4167 311 VEPCO-1 — — — 15' VEPCO EASEMENT 2561 683 2561 688 COMMUNITY PANEL 51003CO450D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. NO BASE (*) UNLESS WIDTH OTHERWISE NOTED FLOOD ELEVATION SHOWN. NORTH STATE SOUTH GRID NAD-83 N 3885450 O = SANITARY SEWER MANHOLE ® = MAIL BOX © = TELEVISION JUNCTION BOX MATCH LINE SHEET 2 ❑T = TELEPHONE JUNCTION BOX ❑E N = ELECTRIC JUNCTION BOX 093A4-00-00-000JO = TEMPORARY BENCH MARK �/ COMMON AREA 9' = SIGN �w R = PROPERTY LINE =3 _ = TREE LINE L DIE - TREE (SIZE AND TYPE NOTED) = GAS VALVE _ r ® = WATER METER a = HYDRANT - / = BLOW OFF VALVE ALVE b = IrCOD VALVE "I Fo00 VFAR F ^ = GUARDRAIL E^ = GUARDRAIL POINT OF TERMINUS/ _%� / / I Ya \ Q� x 410.8 = SPOT ELEVATIONS - - D/w TBM #4 IRON ROD AND CAP SET ELEV.=358.48' / 7.7 093A4-00-Q2-05200 .4 / 093A4-00-Q2-05300 093A4-00-Q2-05400 TBM j3 IRON ROD AND CAP SET ELEV=323.47' 1 1 1 1 TOPOGRAPHIC SURVEY: GLENMORE TRIAL EXTENSION 1 SCOTTSVILLE MAGESTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA w MARCH 3, 2021 w 1 CONTOUR INTERVAL = 2' \ SCALE: 1"=30' �TH op 30' 0 W, 60' 90 Fee I� KIRK HUGHES & ASSOCIATES t� LAND SURVEYORS & PLANNERS C.V. "KIRK" HUGHES 220 EAST HIGH STREET LIC. NO. 1458 CHARLOTTESVILLE, VIRGINIA 22902 t 3/3/2021 4 (434) 296-6942 9'YD SURD C:\UDD\Surveys\Glenmore\Glenmore Trail\2020277-01.dwg FILE: 2020-277, WO: 2020-277 PLOTTED: 3/10/2021 t ,1 1 N 1..9 z U, 1 1 1 1 1 , E ?I 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 ROAD PLAN AMENDMENT Q '�- Z Z W Q W m W L.L Q::� CL 0 J H— Z � LU I V EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: Scale: 1"=30' Sheet No.: C2,0 copyright © 2021 by Woolley Engineering 2 of 16 I 0930-00-00-000JO ` COMMON AREA 093A4-00-Q2-00400 \ 1 1 50' R�w APR 10CE RO - - D/w _ _ 2422, k 466E 46 D IA /E TBN 38853 - IRON ROD AND CAP SET ELEV =358.48' D4 093A4-00-Q2-05200 �1 , , , , 093A4-00-Q2-05100 , o � in w , , N 3885000 + N 3884850 MATCH LINE SHEET 3 , �1 �1 093A4-00-02-05000 VICINITY MAP AND SHEET LAYOUT 093A4-00-Q2-00500 PLANTING BEDS I NORTH C Qom. 093A4-00-Q2-01000 - N - STATE SOUTH GRID NAD-83 CONTOUR INTERVAL = 2' 394. [ � - / SCALE: 1 "=30' / / 30' 0 30' BOULDER OTBL7 5 N ROD AND CAP SET \ ELEV.=395.32' 093A4-00-Q2-01100 4 \ \ 397.5 093A4-00-Q2-04900 \ - I 0 397.0 O 396.9 � WL/E 1�53 \ �4 \ 396.8 0930-00-1)2-04800 \ 11 90 Feet Hill I / I � I / I I /J / I 093A4-00-Q2-01200 / / 3965 \ \ I , °sto "PLO Q�1 1 9j UGE' R ANTBM D ELEV=396.03' 093A4-00-Q2-01300 \ f/ \396.1 \ 6.6.0 \ VJJ,1T-VV-4(L-VJTVV � � o � 093A4-00-Q2-01400 MATCH LINE SHEET 3 / 093A4-00-Q2-03300 \ F \ 394.4 \\ o_ 3945 0930-00-Q2-01500 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 ROAD PLAN AMENDMENT v Q -+- Z Z W Q W m w Q ILL //� 0 v s� F- oV Z:)Z "LL O LU J V EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: Scale: 1"=30' Sheet No.: C2,0 3 of 16 copyright © 2021 by Woolley Engineering N 3884700 0930-00-Q2-03400 t ♦` - f 093A4-00-Q2-03300 NORTH STATE SOUTH GRID NAD-83 CONTOUR INTERVAL = 2' SCALE: 1 "=30' 30, 0 30, 60' 90 Feet N 3884400 t N 3884250 MATC UNE SHEET 4 0 w MATCH LINE SHEET 2 / i I i I / `0 \N1pN+00A�1� 093A4 00 2 03200 _ o 0 0 N O , 395.3 �i \ 093A4-00-Q2-01500 � \ 394.4 \ o \ MATCH LINE SHEET 2 , 6' 40 y / NZ 6, 9 399.7 J 0930-00-Q2-03300 TBM /s 38U IRON ROD AND CAP SET . 3 ELEV88.83' 3s9.4 I 1 `O-390.7 j \ 9p 391.011k 5g 0930-00-00-000JOJOY. 7 ' / l / COMMON AREA / 'SIGN "STOP" MATCH LINE SHEET 4 3885 093A4-00-Q2-02900 / 383.4\ fi w 1 389.3 389.4 `TBM 17 ROD AND CAP SET ELEV. 388.89' E ?I WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 ROAD PLAN AMENDMENT wwQ 7 L Z W Q W m � Q Lu LL Q::� CL 0 0�� Z � LU J V EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: I Scale: 1"=30' Sheet No.: C2,2 4 of 16 copyright © 2021 by Woolley Engineering NORTH NAD-83 CONTOUR INTERVAL = 2' SCALE: 1"=30' 30' 0 30' 60' 90 Feet N 3884100 093A4-00-Q2-02700 WL/E 093A4-00-Q2-02600 2" CREPE MYRTLE f �— ,cf. 78.7 i 093A4-00-Q2-02500 \ TBM 1 IRON ROD AN N 3883800 ELEV=36° 1 i Q 1 1 TBM yy11 IRON ROD AS CAP SET \ ELEV =386.1V 093A4-00-Q2-02800 - - -� =_ 383.1' I\ 50' R1W 'P"NQOON ROgp (WLIE-j MD B 2422, PC, 4 469 (p�I E— 1� _ �2a IW. 376.4' D \ — \ i , 9� / o �, e 093A4-00-Q2-02900 EV 3814 MATCH LINE SHEET 3 MATCH LINE SHEET 3 ) / TBM 9 1�ON ROD AN6HCAP SEf 31311e 9 / 381.0 r' I 093A4-00-00-000JO 379.4 / COMMON AREA / 379.6 SIGN \ .- , "BLUE BIRD TRAIL' �\ o 378.4378,7 I . 09 OJO COMMON 376.2 �TBM110 375.3 \ / 093A4-00-Q2-02300 'I / — — — — IRON ROD AND CAP SET A , ELEV=382.60' 374.9 \ \ 093A4-00-Q2-02200 I I ' J� \ hll l \ IW=360.4'7 / 1 , �I o 093A4-00-Q2-02400 \ 4 I o \ a I N 3883650 \ I WLA-2 o I i rn 093A4-00-00-OOOJO� I W I COMMON AREA`I MATCH LINE SHEET 4 I I , MATCH LINE SHEET 5 \ 359.0 358.4 �� o 093A4-00-00-000JO I SSMH _ COMMON AREA / 93 MATCH LINE SHEET 4 ' 0 0 0 0 N w , N JT SCALE: l' = 600 DE 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 ROAD PLAN AMENDMENT Z Z W Q w W L.L �/� � 0 V Z � LU V EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: Scale: 1"=30' Sheet No C2,3 5 of 16 copyright © 2021 by Woolley Engineering 359.0 V i 3514 % L ' 093A4-00-00-000J0�' COMMON AREA �L_.I 1 093A4-00-00-000JO / I SSMH COMMON AREA LINE SHEET 4 I I I (W9.3 MATCH LINE SHEET 4 7p I Ij p/E-1 •'�" / N 3883500 _ 093A5-K2-C2-00080 OPEN SPACE B vimiNIII MHr AND SHEET LAYOUT + N 3883350- SCALE: l' = 600 3800A N 3883200 093A5-K2-08-02800 NORTH 4kiII W61111.1116N117 NAD-83 CONTOUR INTERVAL = 2' N 3883050 SCALE: 1 "=30' 30' 0 30' 60' 90 Feet INV.=386.8' r \ INV.=387.6' ` $ Q0 0 385.8 ,t\ X -14, -A390.0 RODS D�SET ELEV =360.82' \ I \ 363 6� \ 363., / I W WL/E-2 093A542-013-02700 370.4 379.7 / \ LOT 29 093A542-013-02600 k 390.4 \ WL/E-2 LOT 25 \ So LOT 24 8A6g9'1'o oI X �T�ss�F, J LO L E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 PLAN AMENDMENT EXISTING CONDITIONS EXHIBIT Job Number: 20050 Date: May 3, 2021 Revision: I Scale: 1"=30' Sheet No.: C2A copyright © 2021 by Woolley Engineering 6 of 16 SHEET C3.1 0 i G i , 1 ' 1 SHEET C3.5 /---1 SHEET C3.4 i I SHEET C3.2 I I \ .Z�\ \eyll SHEET C3.3 NOTE: CONTRACTOR SHALL NOT BLOCK ANY DRIVEWAYS DURING CONSTRUCTION. LM 0 VUOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Glenmore Community Association Inc. PO Box 93 Keswick, Virginia 22947 PLAN AMENDMENT F- Z Q) � LU Y � � J Q � Q w � m w LL � � o O�� O � z ck� 0 W U V LAYOUT SHEET KEY Job Number: 20050 AP TH OF U ERIC W WOOLLEY 9 LIC. No. 37088 _- -alONAL Ur Date: July 9, 2021 Revision: Scale: 1'= 120' Sheet No.: 120 4 120 240 3I CIO 7 of 16 copyright © 2021 by Woolley Engineering I LOT 8 / / / SHIFTED GUARDRAIL SECTION DETAIL (STA 18+63 TO STA 23+56) LM LOT 5In WooLLEY ENGINEERING 00 Zl FZ/ OQOJO �P PEZ SHIFTED I r Z M Consulting Civil Engineers 210 5th Street NE �PN,O 0 GUARDRAIL m Charlottesville (434) 973 0045a 22902 LOCATION M www.Woolley-Eng.com 1 N Owner: 1 M rn --- i Glerunore Community 1 2' 4' 3' In Z\ PATH SLOPEill EXISTING ROAD 093A4-00-Q2-00100 00 ` \ OFFSET TO FRONT FACE OF EXISTING GRADE' W N Association Inc. PO Box 93 SHIFTED GUa • 1 Keswick, Virginia 22947 4:1 SLOPE o 093A4-00-02-00300 ROAD PLAN \ ✓ TYPICAL SECTION DETAIL FOR PATH OFFSET FROM EXISTING GUARDRAIL TBM #1 \ AMENDMENT \ IRON ROD AND CAP SET ELEV.=338.60' II \ \ I \ NOTE: OFFSET FROM REAR \ o/W 339.4 \ / \/ I ` / _ _ OF GUARDRAIL = 2' EXISTING OR AS NOTED ON GUARDRAIL THE LAYOUT PLAN (TO REMAIN) Q_ BEGIN NEW 4' WIDTH WALKING Z PATH AT EDGE OF EXISTING PAVED DRIVEWAY STA 13+50 °° ( ) ° Paz. l I\ +�.. F° — — 4' 2' _ — DC SIGN \� \ ) I / P/ / �'y10 °CARROLL CREEK TFNL / -� t , / /� / PATH SLOPE EXISTING GRADE 093A4-00-02-00200 �� \ \ I / / /�' °: r \ z Te v R ,' \ apt \ I / / / EXISTING GRADE M / OFFSET FROM REAR uj J . , / OF GUARDRAIL RAISE EX. VALVE COVERS TO BE T �� \\ / / GRADE = EX GRADE Q) FLUSH WITH FINISH GRADE OF PATH — 093A4-00-00-000JO EE \ COMMON AREA Lu m _ 2972 6 WIDTH CROSSING CONTRACTOR SHALL RE -LOCATE _ _ 570' OF EXISTING GUARDRAIL Q WITH PAINT STRIPING _ - J6, s (SEE SHEET C3.2 FOR 093A4-00-00-000JO w LL / CONTRACTOR SHALL MAINTAIN EXISTING / / \ °F 4, \ / .. CONTINUATION OF GUARDRAIL) COMMON AREA MIN. 41" CLEAR WIDTH BETWEEN FIRE / 32 i \ J �350 O HYDRANT AND BACK OF GUARDRAIL 3a�e � \ BEGIN SHIFTING � \ 3z3 c, �� % GUARDRAIL 5S� \> (STA 17+91) i pOD 10NE pOD ppN D 10NE /i��i� WALKING PATH FLUSH WITH BACK SIDE OF GUARDRAIL AROUND EXISTING FIRE HYDRANT / 310 ;,LU SHIFT PATH FROM STA 14+3 TO STA 14+32 / — ;%' 321" \ CROSSWALK SIGN / �� o MTUCD STD. W11-2 y D/W / NOTE: TRIM TREE LIMBS AS NECESSARY Qs / \ ," \o \ / (SEE TREE TRIMMING DETAIL ON C4.0) °o° �tiv� / i' �� _ \ ✓ \ R 14' 2 1L IRON R� AN 848 SET V 7.8104 319. 301sp r \ \ 7.7 0930-00-Q2-05200 LAYOUT 9 1aM #2 ( oo °� ®® �' IRON ROD AND CAPS X 2 oo Z' e ELEV=318.20' / e.9 �9' },P PLAN 5 \ — _ - 3' o R/ 093A4-00-Q2-05300 420I 0 1P 'zoo /W lPR Job Number: e� 50 Rig 2A22 \ 20050 22' " 093A4-00-00-000J0 /\ / COMMON AREA \ �" 1 �� - CID093A4-00-Q2-05400 Die „py1H of pj \ -- TBM 13 / V ERIC W WOOLLEY 9 BEGIN TRANSITIO FROM 1' O FSET FROM / IRON ROD AN CAP SET \ BACK OF GUARDRAIL TO 2' OFFSET FROM 20, ELEV=323.47' _ � � LtC. No. 37088 p rq � BACK OF GUARDRAIL (STA 16+53) \� o� $� � �SSI \ \/ \ O v�'�' NnL CROSSWALK SIGN f: \ MTUCDSTD. W11-2 Date: k o a y \ July 9, 2021 NOTES: Revision: 1. SEE TYPICAL WALKING PATH SECTION DETAIL ON C4.0 TRIM TREES TO IMPROVE SIGHT DISTANCE / 2. CONTRACTOR SHALL NOT BLOCK ANY DRIVEWAYS DURING FOR PEDESTRIANS AT CROSSING (SEE / CONSTRUCTION TREE TRIMMING DETAIL ON SHEET C4.0) 3. CONTRACTOR SHALL NOT DISTURB CUT AND REMOVE 27OF EX GUARDRAIL EXISTING MAILBOXES \ Scale: 1 " = 30' ADD FLARED END TERMINAL WITH CURVED END SECTION AT NEW END Sheet No.: 30 0 30 60 90 1 C3e I Scale: 1" = 30' 8 16 of copyright © 2021 by Woolley Engineering FLARED END TERMINAL WITH ADD CURVED END SECTION b" RIVER ROCK OUTLET PROTECTION E0 093A4-00-00-000JO RESHAPE DITCH AT 4:1 SIDE SLOPES 093A4-00-Q2-00500 CUSTOM DITCH DETAIL AT STA 24+96 COMMON AREA y END GUARDRAIL RELOCATION AT STA 23+56 LINE DITCH WITH FILTER FABRIC 093A4-00-Q2-01000 0 In - - 2 � ' CUSTOM DITCH (SEE CUSTOM .0 VUOOLLEY ENGINEERING r Z M, \ 093A4-00-Q2-00400 I DITCH DETAIL INSET) ti o Q RE -LOCATE EXISTING PAINTED STOP BAR \ Consulting Civil Engineers 210 5th Street NE BEGIN TRANSITION FROM 3' OFFSET v Charlottesville= Virginia 22902 (434) 973"0045 3� rn _ eyF �� TO 2' OFFSET (STA 25+57) / c� \ �. = 3 4- CONTRACTOR SHALL RESTORE www.Woolley-Eng.com / -----� - - -'� 8 o Q a� LANDSCAPE TO EXISTING CONDITION -`����� - - - - ADD 4' OF RIVER ROCK UPON COMPLETION OF REGRADING m��- - �'37\ OUTLET PROTECTION TO ENI i Owner: Glexunore Communi Association Inc. OF EXISTING CULVERT 3 APPROX CL OF DITCH 1 ' �o WATER METER CAP ( W -� o / -��- S / ❑ \ / (SEE DITCH DETAIL ON C4.0) ¢ IRRIGATION BOX PO Box93 o \ w 3' / / ° �2 1 R30 394.E , p Keswick, Virginia 22947 D/W O �a 1 /--H-- / / `�8q _ 6� \ i / / 395. R60 1.5' $' -P 6 3 8 - � I H N _ TBM ( 'G / ,� - � � ______�'' - d� l � w ROAD #4 IRON ROD AND CAP SET ��6 Dom, -- 1------ �_�_ -_- -_=_ - - i_ .� ti =--- / - -' < > RIVER ROCK ELEV.-358.48'ti� �,---- -_ --- ___ TBM 5 IRON ROD AN CAP SET LINED DITCH PLAN / -- ELEV=395.32' CROSSWALK SIGN 500 NEwBRi�cE - ,.,, Bou ER AMENDMENT 093A4-00-Q2-05200 \ RAW (PRIVATE)(WL�ROA= DB 2422, 1 AND \ \w._---_ N SIRE �� �xrn R3 SIGN '.., wD MTUCDSTD.W11-2 NOTE: CONTRACTOR SHALL EITHER DROP 093A4-00-Q2-05100 PG 466, 489 (PLAT) PLA �E'1 °� cn yyy.8 3 \ p \ 20' IRRIGATION LINE AND ADD NEW VALVE \ \ \ 093,44-00-Q2-01100 BOX COVER OR EXTEND EXISTING \ s 3' \ 7' IRRIGATION LINE TO 24" DEPTH CONTRACTOR SHALL RE -LOCATE 570' OF EXISTING GUARDRAIL \ 093A4-00-Q2-05000 _ P NG BEDS'" E T `\\ ` 396+9 O� \ \ (SEE SHEET C3.1 FOR CONTINUATION OF GUARDRAIL) \ 6' WIDTH CROSSING 3' WITH PAINT STRIPING 396.E �ti 8' Q Q - 7 \ R7' \ \� 41' 6" 4" � \ 2 2 2 2 L u j RE- LOCATE CENTERLINE OF DITCH po 3s7.a TIE-IN RIVER ROCK TIE-IN RIVER ROCK LINED DITCH INTO LINED DITCH INTO J 0� CROSSWALK SIGN MTUCD STD. W11 2 (SEE DITCH DETAIL ON C4.0) STA 28+12 TO EX. DRIVEWAY \\ 3975 100, \ EXISTING DITCH EXISTING DITCH I J Q \ 3I. \ SECTION A < -A LLJ \ \ 2' � m 00 093A4-00-Q2-01200 / / 3s7.o / �..0 / / LL N O397.6 / � LL OFF 093A4-00-02-04900 Z \ CONTRACTOR SHALL INSTALL TREE 1062 396.9 O PROTECTION PRIOR TO BEGINNING \\� / U 30' / / W WORK IN THIS AREA // R-/ / NOTES: _I 1 / / 1. SEE TYPICAL WALKING PATH r \ / "• 396.8 / SECTION DETAIL ON C4.0 `J 2. CONTRACTOR SHALL NOT BLOCK \ ANY DRIVEWAYS DURING / CONSTRUCTION LAYOUT / 396.5 3. CONTRACTOR SHALL NOT DISTURB 093A4-00-1)2-04800 \ 396.0 EXISTING MAILBOXES PLAN \ \ Job Number: SECTION DETAIL FROM STA 25+00 to 25+82 6' WIDTH CROSSING R10' \ 1 395.9 093A4-00-1)2-01300 / 20050 EXISTING CENTER OF DITCH WITH PAINT STRIPING STREET `� \ SO\ GRADE 0.5' 1.0' 4' PATH SLOPE 3' EXISTING ROAD SIGN 1 \ B %yy `M OF q. Of, F S�OQE 4,..1, OFFSET FROM ROAD )x 3960 GRADE = EX GRADE / 5.9 _ 4 \ ' 66 `/ 90 z ��Q U ERIC W. WOOLLEY 9 SS1� "s oP' R 10' , \ 3 9%0� J / J \ LIC. NO. 37088 �o� $.4, ti c�sS'r C3 VP `�tl uc \ oo \ / \ O NnL / ��`�"1k6.N69 vG IR�AND6CAP SET ELEV.=396.03' \ \••� 396.3 oi� TRANSITION FROM 3' TO 4' OFFSET FROM \\ ROADWAY (STA 32+22 UNTIL DRIVEWAY) / ��sQI�). / Date: RA4 `L°`L / ....................... ' G \\ July 9, 2021 Revision: \ 093A4-00-02-01400 O \ 396.1 c \ 6.0 \ o° MATCHLINE (SEE SHEET C3.3) \ \ 093A4-00-Q2-03400 Ate\ 4�ktiw /�� Scale: 1" = 30' 4 Sheet No.: 395.3 3 30 0 30 60 90 \ � 093A4-00-Q2-01500 C302 �� 093A4-00-Q2-03300 \ \ 394.4 - Scale: 1" = 30' 394.5 \ 9 16 of copyright © 2021 by Woolley Engineering _ 093A4-00-Q2-03400 LM 5 _ / 395.3 0 WooLLEY ENGINEERING Consulting Civil Engineers \ 210 5th Street NE - \ Charlottesville= Virginia 22902 093A4-00-Q2-01500 �� \ (434) 973.0045 - 093A4-00-Q2-03300 \ 3944 www.Woolley-Eng.com MATCHLINE (SEE SHEET C3.2)----- 394.5 Owner: Glerunore Community i gyp, Association Inc. PO Box 93 Keswick, Virginia 22947 ROAD PAVEMENT MARKING INSET AcZs�A`�o PROPERTY LINE STA 11 +25 to STA 13+25 BEGIN TRANSITION FROM 3' lr&O \' / Ao= �� �J F PLAN AMENDMENT YELLOW CENTERLINE OFFSET FROM ROADWAY TO 6' �O PAVEMENT MARKING / OFFSET FROM ROADWAY 389.7 (STA 4 37) '. 0.1 399.4 6 - _ \ 309.4 Q� .3 T \ 6' WIDTH CROSSING S 389.3 Q PAINT STRIPING R45' 6' x3e /ii Z -7"WITH CD \ s' / L IG � // I RODBAND�CAP SET / ELEV.=388.89' T� n \ 0 ' ^ VJ CD N _...... \ \ \ 093A4-00-Q2-03300 \ 1 4' / /// V7 i 18 L REGRADE DITCH WITH 3:1 MAX SIDE SLOPE STA 10+85 TO STA 11+35 397.� 7' J \ 3' n` � ,,/� (SEE DITCH DETAIL ON C4.0) �. VJ J CROSSWALK SIGN Q �93gQ \ \ \ �_ \ oo MTUCD STD. W 1 1-2 LLJ m EXISTING PROPOSED 4' WIDTH WHITE PAVEMENT 4,94 o,/o � �� ADD PAINT STRIPING TO ROADWAY % L1J � Q �^1�/ LL PROPERTY LINE WHITE PAVEMENT WHITE EDGE LINE AND SIGNAGE TO ALERT VEHICLES 1__L O MARKING PAVEMENT MARKING GUARDRAIL WALKING PATH MARKING TO WATCH FOR PEDESTIRANS � � � (SEE PAVEMENT MARKING INSET) \, 3�8 / "HUG" WALKING PATH TO GUARDRAIL SMALLEST SEPARATION FROM 1 L O ROADWAY IS APPROXIMATELY 8" o / U 386.9 �� W / S�F P @/ i p p 093A4-00-Q2-03200 388.3 LAYOUT / IRONTBM ROD AND CAP SEf / PLAN - \ ELEV.=386.83' F Job Number: 20050 W9 os p �3g0 390.4 So, a� Syr y9PT O 5�,�1 0����0 `�p�� 3 of D r�rr4'2IFpy06°' o0 �_ _ / NOTES: TYPICAL WALKING PATH 9 RC. c>t37088 ssF�FC� \ 3rr6' -% �T a9oa �� / �00 ti / / SECTION DETAIL ON C4.0 NOWOO= wa o��ssT1%. S' �9T F 390.5 50 3 �i o �i� 2. CONTRACTOR SHALL NOT BLOCK ANY DRIVEWAYS DURING ONAL CONSTRUCTION 093A4-00-00-000JO Date: COMMON AREA z / 3. CONTRACTOR SHALL NOT DISTURB EXISTING MAILBOXES July 9, 2021 Revision: SIGN x 390.2 OP' � MATCHLINE (SEE SHEET C3.4) 380.5 NOTE: TRIM TREE LIMBS AS NECESSARY Scale: 1" = 30' OO� / (SEE TREE TRIMMING DETAIL ON C4.0) 91 / Sheet No.: 6' WIDTH CROSSING 093A4-00-Q2-02900 R WITH PAINT STRIPING \ / REGRADE DITCH WITH 3:1 MAX SIDE C33 \ SLOPE STA 10+85 TO STA 1 1+35 30 0 30 60 90 o \ 11 Y (SEE DITCH DETAIL ON C4.0) Scale: 1" = 30' 383.4 \ � � ` 10 16 of copyright © 2021 by Woolley Engineering L—�0 00�9 0 / WooLLEY ENGINEERING 093A4-00-Q2-02900 6' WIDTH CROSSING \� Consulting Civil Engineers WITH PAINT STRIPING s5th Street NE Charlottesville- Virginia 22902 (434) 973,0045 www.Woolley-Eng.com MATCHLINE (SEE SHEET C3.3) 3s3.4 \ owner: / \ R7 I 3 tea/ I GlerunoreCommunity Association Inc. PO Box 93 / \ .. .. — #9 3' � IRON RODD AND CAP SET /� /� ELEV=383.15' ���� Keswick, Virginia 22947 '� ADD SMALL AMOUNT OF FILL 4' RIVER ROCK I � \ \ \ R14' CROSSWALK SIGN , 380A ROAD ADD OF FOR \ \ \ MTUCD STD. W11-2 2 OUTLET PROTECTION I \ \ / I PLAN APPROX CL OF DITCH NOTE: TRIM TREE LIMBS AS NECESSARY \ \ \ \ ol���l 381.0 7 2' 0. 10' AMENDMENT (SEE DITCH DETAIL ON C4.0) LAYDOWN AND STAGING AREA (SEE C4.0 FOR TREE TRIMMING DETAIL) V I 093A4-00-00-000JO 37s., COMMON AREA SEE ES2.0 FOR DETAILS \__ 3a RAISE VALVE COVERS TO BE FLUSH WITH GRADE WITHIN PATH 093A4-00-Q2-02700 / � \ 379.6 (5) AMERICAN HOLLY (ILEX OPACA) AT TOP OF SLOPE I ` __- - SIGN "1111 BIRD TRAIL (OPTIONAL) p I APPROX CL OF DITCH DITCH DETAIL ON C4.0) 5' O.C. - 2 GAL. SIZE I F ' SMALL AMOUNT OF FILL (SEE \ % 378.4 / I Q Q ADD RIVER ROCK AROUND ES 378.7 TIB # �2 IRON ROD AND1 CAP SET \,• ELEV. 386.11' 093A4-00-Q2-02800 / —�� 093A4-00-00-000JO — ---������ COMMON AREA < > Z 093A4-00-Q2-02600 eFo = _ _ ___ _ D _7W'� / W ADD N OF RIVER ROCK FOR / j R14' / /� � �� \ CROSSWALK SIGN Y W J Q OUTLET PROTECTION \ / (\ N i R20' \. T \ N O \ •na, MTUCD STD. W11 2 / LLJ 78.7 .9 2' DIE_, i M \DIW Q / \ o _ 7 ! — FARRINGDON ROAD M #10 IRON ROD AND CAP SET \ \ Z 375.3 ,/ 093A4-00-Q2-02300 50 469 (PLAT) / APPROX CL OF DITCH ,� oo / D.B.24212ATPGW466, \/ / O (SEE DITCH DETAIL ON C4.0) / / ,• � Sz 3T.9 APPROX LOCATION TO U w /,y1ry 45 l 093A4-00-Q2-02200 STOP RE -GRADING AND / TIE INTO EXISTING DITCH NOTES: BEGIN TRANSITION FROM 3' OFFSET STA 20+45 1. SEE TYPICAL WALKING PATH SECTION DETAIL ON C4.0 / n v FROM ROAD TO 1' OFFSET FROM ROAD (STA 26+00) �'�`� / / 2. CONTRACTOR SHALL NOT BLOCK os SZ / ANY DRIVEWAYS DURING TBM #12 \3 ROD CAP SET CONSTRUCTION IRON AND ELEV.=365.33' 369.2 / 3. CONTRACTOR SHALL NOT DISTURB LAYOUT 093A4-00-Q2-02500 EXISTING MAILBOXES PLAN 00 Job Number: — R— 65.� / 0050 365 /1 SECTION DETAIL FROM STA 20+45 to 23+17 & STA 25+9 to 26+20 F 11 4 3 V OP / EXISTING I PATH SLOPE a " 1' GRASS STRIP SLOPE = 2" PER 1' EXISTING ROADr 05}9Z \ 1 2.5 GRADE U PsRIC 19. WOOLLEY 11C. NO. 87088 I �o��sS! v"a�y'/� v� 7 \ I' MIA r \ 3:1 SIDE SLOPE UNTIL MATCH GRADE 3:1 SIDE SLOPE O NAL CENTER OF DITCH 093A4-0D—Q2-02400 \ (SEE DITCH DETAIL ON C4.0) Date: July 9, 2021 / 359.8 \ \ / __ Revision: \ 3 RAISE VALVE COVERS TO BE FLUSH \ WITH GRADE WITHIN PATH _— MATCHLINE (SEE SHEET C3.5) — — _ — / Scale: 359.0 \ �' okgti Sheet No.: / I 2.5 093M-00-00-000jo 30 0 30 60 90 C304 COMMON AREA1 093A4-00-00-000JO COMMON AREA Scale: 1 = 30 3 � -- - / } 11 16 of copyright © 2021 by Woolley Engineering E0 359.0 iV 0 Qk�1' yy� / / I 3ssa VUOOEEEY �' NGINEEffiNG / 2'$ \ Consulting Civil Engineers I i I / 093A4-00-00-000JO �q \ � 210 5th Street NE Charlottesville= Virginia 22902 (434) 973 - 0045 I COMMON AREA`I \ / 093A4-00-00-000JO COMMON AREA / www.Woolley-Eng.com MATCHLINE (SEE SHEET C3.4) / I I 3 — � cA Owner: � __ Gle / 7 Assoc ation Inc. PO Box 93 Kesw- Virginia F J - 22947ick, - I / ROAD 00�6Z � NOTES: I a 1. SEE TYPICAL WALKING PATH SECTION DETAIL ON C4.0 PLAN IBM #13 AMENDMENT IRON ROD AND CAP SET \ ELEV. 360.82' 2. CONTRACTOR SHALL NOT BLOCK — \ \ ANY DRIVEWAYS DURING \ I \ CONSTRUCTION 093A5-K2-C2-000BO 366 363 I 3. CONTRACTOR SHALL NOT DISTURB EXISTING MAILBOXES CI� OPEN SPACE B I \ \ HATCHED AREA DENOTES I LOCATION OF ALTERNATIVE Q LAYDOWN AND STAGING AREA '►� _ SEE C3.4 FOR OTHER LOCATION / ,,ZInP SEE ES2.0 FOR DETAIL V —oajg£ 3' \ CONTRACTOR SHALL COORDINATE 3' 5 093A5-K2-OB-02700 WITH CENTURYLINK TO RE / \ J -LOCATE / n` 10� VJ INDICATOR POST / 370.4 J Q oso 2' F / Q LLJ BEGIN TRANSITION FROM 2' OFFSET // — J Q FROM ROADWAY BACK TO 3' OFFSET / w FROM ROADWAY (STA 31+34) R f� / \ LL � 0 00 380.0 379.7 LU �— —0 / 188 \ LOT 29 i BEGIN TRANSITION FROM 3' OFFSET y / FROM ROADWAY TO MATCH OFFSET I ; 3e5.6 LAYOUT FOR EXISITNG PATH (STA31+71) OOZ2 / \ PLAN 3s& 093A5-K2-OB-02600 \ aso.o ° 390.4 \ Job Number: 20050 / r 093A5-K2-OB-02800 k\�S \ �O ` U PsRIC W. WOOLLEP 9 A LIC. No. 37088 a �° LOT 25 \ ��SSNNAL so �/ \ Date: qe eR��/pgT�NyC�pN / $Iq/F 10 s July 9, 2021 Revision: Ts/F.. TIE-IN NEW 4' WIDE ASPHALT WALKING v / PATH INTO EXISTING 6' WIDE WALKING oo \ PATH AT STA 32+22 WITH A 40' TRANSITION / FROM 4' WIDE TO 6' WIDE WALKING PATH o` Scale: 1 " = 30' Sheet No.: o � 30 0 / 30 60 90 C3e5 o�x Scale: 1" = 30' 12 16 of copyright © 2021 by Woolley Engineering